Sonic echo and impulse response tests for length evaluation of soil nails in various bonding mediums

Author:

Liao Shu-Tao12,Huang Chin-Kuo12,Wang Chung-Yue12

Affiliation:

1. Department of Civil Engineering, Chung Hua University, 707, Section 2, Wu-Fu Road, Hsinchu, 30012, Taiwan.

2. Department of Civil Engineering, National Central University, 300, Jhongda Rd, Jhongli City, Taoyuan County, 32001, Taiwan.

Abstract

The objective of this paper is to present the results of research for evaluating the installed lengths of soil nails with nondestructive testing methods. Two closely related methods, the sonic echo test and the impulse response test, both of which had been widely applied to assess the integrity of drilled shafts and driven piles, were evaluated to test their capabilities on soil nails. To carry out this study, soil nails of various lengths were embedded in different surrounding materials in the laboratory and then tested with both methods to predict their lengths. The surrounding materials studied in this research included soil and cement grout. Finally, field tests for in situ soil nails were carried out. The results indicated that the relative stiffness of the soil nail to the bond material plays a very important role in the success of testing. It is hoped that through this kind of study, the capability and limitation of using these nondestructive testing techniques to determine the installed lengths or to evaluate the bonding conditions of soil nails can be better understood.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference9 articles.

1. ASTM. 2004. Standard test method for low strain integrity testing of piles (D5882), In Annual book of ASTM standards, Vol. 04.09, ASTM International, West Conshohocken, Pa.

2. Five-year monitoring of load losses on prestressed cement-grouted rock anchors

3. The Development of an Impulse Echo Sounding Method for the Determination of the Length of Soil Nails

4. D’Appolonia Consulting Engineers, McMahon and Mann Consulting Engineers, P.C., and the State University of New York at Buffalo. 2001. NCHRP web document 27: Evaluation of metal tensioned systems in geotechnical applications, Phase I, Transportation Research Board, National Research Council, Washington, D.C.

5. FROM THEORY TO FIELD EXPERIENCE WITH THE NON-DESTRUCTIVE VIBRATION TESTING OF PILES.

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